[go: up one dir, main page]
More Web Proxy on the site http://driver.im/

Huang et al., 2005 - Google Patents

Properties and potential for application of steel reinforced polymer and steel reinforced grout composites

Huang et al., 2005

View HTML
Document ID
5873518389928575777
Author
Huang X
Birman V
Nanni A
Tunis G
Publication year
Publication venue
Composites Part B: Engineering

External Links

Snippet

The paper introduces steel reinforced polymer (SRP) and steel reinforced grout (SRG) composites that are considered for application in civil engineering for bridge and concrete buildings upgrade. These composites consist of steel cords formed by interwoven steel …
Continue reading at www.sciencedirect.com (HTML) (other versions)

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E04C3/293—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete
    • E04C3/294—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete of concrete combined with a girder-like structure extending laterally outside the element
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/28—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of other materials not covered by groups E04C3/40 - E04C3/44
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/012—Discrete reinforcing elements, e.g. fibres
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/07—Reinforcing elements of material other than metal, e.g. of glass, of plastics, or not exclusively made of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/04—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/10—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups

Similar Documents

Publication Publication Date Title
Huang et al. Properties and potential for application of steel reinforced polymer and steel reinforced grout composites
Ruan et al. Flexural behavior and serviceability of concrete beams hybrid-reinforced with GFRP bars and steel bars
Duic et al. Performance of concrete beams reinforced with basalt fibre composite rebar
Borri et al. Strengthening of timber beams with high strength steel cords
Attari et al. Flexural strengthening of concrete beams using CFRP, GFRP and hybrid FRP sheets
El-Gamal et al. Efficiency of near surface mounted technique using fiber reinforced polymers for the flexural strengthening of RC beams
Mofidi et al. Experimental tests and design model for RC beams strengthened in shear using the embedded through-section FRP method
Islam et al. Shear strengthening of RC deep beams using externally bonded FRP systems
Nguyen-Minh et al. Flexural-strengthening efficiency of CFRP sheets for unbonded post-tensioned concrete T-beams
Almusallam et al. Ultimate strength prediction for RC beams externally strengthened by composite materials
Balsamo et al. Flexural strengthening of concrete beams with EB-FRP, SRP and SRCM: Experimental investigation
Rashid et al. Behavior of aramid fiber-reinforced polymer reinforced high strength concrete beams under bending
Aljazaeri et al. Flexure performance of RC one-way slabs strengthened with composite materials
El-Ragaby et al. Fatigue life evaluation of concrete bridge deck slabs reinforced with glass FRP composite bars
Saafi et al. Flexural capacity of prestressed concrete beams reinforced with aramid fiber reinforced polymer (AFRP) rectangular tendons
Tran et al. Repeated and post-repeated flexural behavior of unbonded post-tensioned concrete T-beams strengthened with CFRP sheets
Dolan et al. Development of flexural capacity of a FRP prestressed beam with vertically distributed tendons
Radik et al. Strengthening two-way reinforced concrete floor slabs using polypropylene fiber reinforcement
Aly et al. Tensile lap splicing of bundled CFRP reinforcing bars in concrete
Ceroni et al. Cracking behaviour of RC beams externally strengthened with emerging materials
SHAKIR et al. Upgrading of deficient disturbed regions in precast RC beams with near surface mounted (NSM) steel bars
Ghasemi et al. Sagging and hogging strengthening of continuous unbonded posttensioned HSC beams by NSM and EBR
Motavalli et al. Fibre reinforced polymer composite materials for building and construction
Singh Shear response and design of RC beams strengthened using CFRP laminates
Mehany et al. Flexural strength and serviceability of GFRP-reinforced lightweight self-consolidating concrete beams